Simplified Pushover-Based Earthquake Loss Assessment (SP-BELA) Method for Masonry Buildings

Borzi, Barbara; Crowley, Helen; Pinho, Rui

doi:10.1080/15583050701828178

Cited by 122 publications

(94 citation statements)

References 12 publications

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“…SP-BELA was implemented the seismic behavior of masonry buildings [3], RC frame buildings [4], and pre…”

Section: Analytical Fragility Curves For Differentmentioning

confidence: 99%

“…fragility curves can be calculated by usBased Earthquake Loss Assessment) method ( [3] and structural type and then associated to implemented to investigate and precast buildings BELA can be modified to represent LS1 (light damage), . Recently, according to EMS98 scale [2], the (slight damage), DL2 (complete damage), and DL5 (collapse).…”

Section: For Differentmentioning

confidence: 99%

“…The forms are d titioners compile the form with more details and citizens to fill in the forms directly on Form -Practitioners and tab from the tab Downloads of the ure 1), the WebGIS allows to check Another function of the WebGIS tab Fragility). In particular, the seismic vulnerability is defined through the mechanical method SP sessment) ( [3] and [4]). SP-BELA the seismic vulnerability of Italian building has been modified to best perform the building environment curves are determined for five an Macroseismic Scale) scale type and its number of storeys Then, the hazard is defined as certain threshold of intensity magnitude ( dow (i.e.…”

Section: Introductionmentioning

confidence: 99%

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Vulnerability Data Collection and Definition of Seismic Risk for Cities in Palestine

Meo¹,

Borzi²,

Faravelli³

et al. 2017

Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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“…SP-BELA was implemented the seismic behavior of masonry buildings [3], RC frame buildings [4], and pre…”

Section: Analytical Fragility Curves For Differentmentioning

confidence: 99%

Section: For Differentmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Vulnerability Data Collection and Definition of Seismic Risk for Cities in Palestine

Meo¹,

Borzi²,

Faravelli³

et al. 2017

Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

Self Cite

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show abstract

“…In doing this, loss models were reviewed as an alternative to the statistical ones based on GIS analysis, namely, the structural mechanics models by Glaister and Pinho (2003) and Borzi et al (2008); their models require the building scale to communicate with the urban scale based on the typologies in a method called displacement-based earthquake loss assessment (DBELA), in which the probability of failure is based on the resonance between vibrations, which depends on building height and structural element characteristics. From these studies, probabilistic analysis can extend the method up to urban loss estimation.…”

Section: Review Of the Main Concepts Used In This Studymentioning

confidence: 99%

“…Once the plans of the characteristic buildings from the archive were obtained, a typological study was performed in order to establish the model for computational mechanicsbased studies of vulnerability (Borzi et al, 2008;Glaister and Pinho, 2003). The possible structure of the buildings as reinforced concrete skeleton buildings was simulated (Fig.…”

Section: The Zoom Level Of the Buildingmentioning

confidence: 99%

Earthquake impact on settlements: the role of urban and structural morphology

Dan

Armaş

2015

Nat. Hazards Earth Syst. Sci.

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Abstract. This study is aimed to create an alternative to the classical GIS representation of the impact of earthquake hazards on urban areas. To accomplish this, the traditional map was revised, so that it can cope with contemporary innovative ways of planning, namely strategic planning. As in the theory of fractals, the building dimension and the urban neighbourhood dimension are addressed as different geographic scales between which lessons for decisions can be learned through regression. The interaction between the two scales is useful when looking for alternatives, for the completion of a GIS analysis, and in choosing the landmarks, which, in the case of hazards, become strategic elements in strategic planning. A methodology to innovate mapping as a digital means for analysing and visualising the impact of hazards is proposed. This method relies on concepts from various geography, urban planning, structural engineering and architecture approaches related to disaster management. The method has been tested at the building scale for the N-S Boulevard in Bucharest, Romania, called Magheru. At the urban scale, an incident database has been created, in which the case study for the building level can be mapped. The paper presented is part of a larger research work, which addresses decision making using the framework shown here. The main value of the paper is in proposing a conceptual framework to deconstruct the map for digital earthquake disaster impact analysis and representation. The originality of the concept consists in the representation of elements at different scales considered to be of different levels of importance in the urban tissue, according to the analysis to be performed on them.

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Very‐High‐Resolution Spaceborne Synthetic Aperture Radar and Urban Areas: Looking into Details of a Complex Environment

Dell’Acqua

Gamba

Polli

2011

Urban Remote Sensing

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Simplified Pushover-Based Earthquake Loss Assessment (SP-BELA) Method for Masonry Buildings

Cited by 122 publications

References 12 publications

Vulnerability Data Collection and Definition of Seismic Risk for Cities in Palestine

Vulnerability Data Collection and Definition of Seismic Risk for Cities in Palestine

Earthquake impact on settlements: the role of urban and structural morphology

Very‐High‐Resolution Spaceborne Synthetic Aperture Radar and Urban Areas: Looking into Details of a Complex Environment

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